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approx. 1,080 m² excavation of vegetative cover and disposal, approx. 1,300 m³ wet excavation material to be removed to the target depth and stockpiled temporarily, approx. 12 m³ to receive and temporarily store drill spoils and micro-pile production, approx. 1,100 m³ soil from temporary storage to be received, installed and compacted, approx. 15 pieces of plate pressure tests in accordance with DIN 18134, approx. 875 m² production of overlapping bored pile wall, approx. 120 m² provision of trench shoring equipment up to 3 m and dismantling, 1 piece concept and design of groundwater lowering system approx. 1,080 m² excavation of vegetative cover and disposal, approx. 1,300 m³ wet excavation material to be removed to the target depth and stockpiled temporarily, approx. 12 m³ to receive and temporarily store drill spoils and micro-pile production, approx. 1,100 m³ soil from temporary storage to be received, installed and compacted, approx. 15 pieces of plate pressure tests in accordance with DIN 18134, approx. 875 m² production of overlapping bored pile wall, approx. 120 m² provision of trench shoring equipment up to 3 m and dismantling, 1 piece concept and design of groundwater…

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